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10+68.49
BEGIN TRANSITION
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BENCHMARK:
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CONSTRUCT
3.95' L.F. 48" RCP
D-1350
CONS
NOTE:
CONTRACTOR TO POT HOLE AND VERIFY EXISTING UTILITIES
AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
JUNIPER AVEP
SD 1815 SHT 10-\
10+w
SD LINE "BA
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57.57' L.F. 3'X3' RCB
SD LINE "D
SEE SHEET RIGHT
NORTH
SCALE: 1 " = 20'
0 10 20 40
CHISELED SQUARE IN WEST CURB RETURN N.W. PREPAREDBY: \ \
CORNER SLOVER & CITRUS AVENUE ELEV =
1067.73 •
BASIS OF BEARINGS: o
THE CENTERLINE OF JUNIPER AVENUE SHOWN AS 18 TECHNOLOGY SI'E 154
N 00'12'52" W, PER CITY OF FONTANA, PARCELDRVIIVE CALIFORNIA TWO WORKING
92618 DIAL
MAP N0. 4778, RECORDED IN BOOK 63, PAGES CONSULTING, INC. T 949760-6600 BEFORE DAYS DAYS BEFORE
CIVIL ENGINEERING F. 949.760-6605 YOU DIG
23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN YOU DIG
TUC nCCIOC nC TUC nnllKITV ornnnnrn nr nAu __._ __ ______- -
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROPOSED 18" RCP PER
ON SITE IMPROVEMENT PLANS
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SEE SHEET RIGHT
EX DUCT BANK-
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TC=1118.
8'SS W=21.00'
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INSTALL 18" RCP PIPE; D -LOAD PER PROFILE. TRENCH PER GREENBOOK STDS.
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INSTALL 3' WIDE x 3' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O
AND
CITY DATE
DEAD LOAD SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION,
SHT 4.
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INSTALL 2' WIDE x 1' HIGH PRECAST RCB PER CALTRANS STD D80 FOR H2O
AND
DEAD LOAD SPECIFICATIONS FOR 10' OR LESS COVER. SEE TYPICAL SECTION,
SHT 4.
BENCHMARK:
NORTH
SCALE: 1 " = 20'
0 10 20 40
CHISELED SQUARE IN WEST CURB RETURN N.W. PREPAREDBY: \ \
CORNER SLOVER & CITRUS AVENUE ELEV =
1067.73 •
BASIS OF BEARINGS: o
THE CENTERLINE OF JUNIPER AVENUE SHOWN AS 18 TECHNOLOGY SI'E 154
N 00'12'52" W, PER CITY OF FONTANA, PARCELDRVIIVE CALIFORNIA TWO WORKING
92618 DIAL
MAP N0. 4778, RECORDED IN BOOK 63, PAGES CONSULTING, INC. T 949760-6600 BEFORE DAYS DAYS BEFORE
CIVIL ENGINEERING F. 949.760-6605 YOU DIG
23-24, INCLUSIVE, OF MISCELLANEOUS MAPS, IN YOU DIG
TUC nCCIOC nC TUC nnllKITV ornnnnrn nr nAu __._ __ ______- -
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROPOSED 18" RCP PER
ON SITE IMPROVEMENT PLANS
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EX DUCT BANK-
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SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
HOR: 1 "=20'
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110+00.00 1109.24 INV
CONSTRUCT
10+09.50 1109.29 INV 9.50' L.F. 18" RCP
D-1350 Q10:6.23 cfs V=3.53 FPS
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SD LINE "DT
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CB #2/ SD LINE "C
1 SEE SHEET LEFT
TC=1118.04
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V=8.75' 6 CB #1
TC=1118.25
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V=9.01' 6
JUNIPER AVENUE I=
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SCALE: 1 " = 20'
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Prepared Under The Supervision Of
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VINCENT W A0A_TI P.E. 33520
SD LINE "DA N
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CURVE TABLE
DELTA LENGTH RADIUS TAN
C3 10'03' 13" 3.95 22.50 3.94
C4 10'03'13" 3.95 22.50 3.94
DRAWN BY:
DSK
DESIGNED BY:
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CHECKED BY
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